Detail publikačního výsledku

Reinforcing of concrete structures with prestressed FRP reinforcement

ŠTĚPÁNEK, P.; LANÍKOVÁ, I.; HORÁK, D.; GIRGLE, F.

Originální název

Reinforcing of concrete structures with prestressed FRP reinforcement

Anglický název

Reinforcing of concrete structures with prestressed FRP reinforcement

Druh

Stať ve sborníku v databázi WoS či Scopus

Originální abstrakt

This paper describes the developed method of anchoring FRP reinforcement, which use FRP materials in anchoring area too. Analytical results are compared with experiments that were conducted within the research project. Some results for static and fire tests for non prestressed and prestressed panels are described in this paper as well.

Anglický abstrakt

This paper describes the developed method of anchoring FRP reinforcement, which use FRP materials in anchoring area too. Analytical results are compared with experiments that were conducted within the research project. Some results for static and fire tests for non prestressed and prestressed panels are described in this paper as well.

Klíčová slova

FRP; reinforcing; strengthening; anchorage; fire resistance; design

Klíčová slova v angličtině

FRP; reinforcing; strengthening; anchorage; fire resistance; design

Autoři

ŠTĚPÁNEK, P.; LANÍKOVÁ, I.; HORÁK, D.; GIRGLE, F.

Rok RIV

2014

Vydáno

03.06.2013

Nakladatel

IFPB, GMAT

Místo

Joao Pessoa, Brazil

ISBN

978-85-63406-30-9

Kniha

Proceedings of IX International Congress on Pathology and Repair of Structures - Cinpar 2013

Edice

1

Strany od

1

Strany do

15

Strany počet

14

BibTex

@inproceedings{BUT100034,
  author="Petr {Štěpánek} and Ivana {Laníková} and David {Horák} and František {Girgle}",
  title="Reinforcing of concrete structures with prestressed FRP reinforcement",
  booktitle="Proceedings of IX International Congress on Pathology and Repair of Structures - Cinpar 2013",
  year="2013",
  series="1",
  number="1",
  pages="1--15",
  publisher="IFPB, GMAT",
  address="Joao Pessoa, Brazil",
  isbn="978-85-63406-30-9"
}